سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

s.m Babaee – Msc in soil mehanics &foundation engineering
s.m mirhosseini – assoc. prof department of civil eng amirkabir university of thch tehran

چکیده:

employing an appropriate numerical model is the most practical method to evaluate site effects on propagated ground motion , this paper employs one -dimensional numerical site response analysis models to investigate seismic response of stiff granular soil deposits on vertical propagation of horizontal shear waves. soil response is modelled by traditional equivalent -linear EL frequency -domain analysis using DEEPSOIL software and nonlinear NLtime domain analysis using OPENSEES software.